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Determination of stiffness modulus and poisson's ratio of lightly stabilized granular materials from indirect diametral tensile testing
(
ASTM International
, 2016 , Article)
Lightly cementitiously stabilized granular materials are generally characterised by their tensile properties that are required for the analysis and design of a pavement structure involving these materials. Tensile properties ...
Strength optimisation of mortar with CNTs and nanoclays
(
Thomas Telford Services Ltd
, 2016 , Article)
This study explores the use of carbon nanotubes (CNTs) and nanoclays in cement mortars. The paper presents modelling and optimisation of the compressive and flexural strengths of cement mortars containing CNTs and the ...
A new indirect tensile testing setup to determine stiffness properties of lightly stabilised granular materials
(
Australian Geomechanics Society
, 2016 , Conference Paper)
This paper presents a new indirect diametral tensile (IDT) testing setup for determining the stiffness modulus and Poisson's ratio for the characterisation of lightly stabilized granular base materials required for pavement ...
Fatigue Behaviour of Lightly Stabilised Granular Materials from Flexural and Indirect Diametral Tensile Testing
(
American Society of Civil Engineers (ASCE)
, 2016 , Conference Paper)
The fatigue characteristic of a lightly stabilized granular material under traffic loading is an important consideration for the design of a pavement containing such material. This paper presents the evaluation of fatigue ...
Characterization of lightly stabilized granular base materials using monotonic and cyclic load flexural testing
(
American Society of Civil Engineers (ASCE)
, 2016 , Article)
Lightly cementitiously stabilized granular materials are generally characterized by their tensile properties and this paper examines the use of monotonic and cyclic load flexural testing to determine the tensile characteristics ...